给出了短肢剪力墙的定义及判别方法。
In this paper, the definition and distinguish of short piers shear wall are given.
短肢剪力墙结构具有较好的延性和耗能能力。
Therefore, the short pier shear wall structures have well ductility and ability of energy dispassion.
提出了钢筋混凝土带暗支撑短肢剪力墙结构体系。
Short pier RC shear wall structure system with concealed bracings was put forward.
结合工程实践介绍短肢剪力墙在框剪结构中的应用。
Combined with practical work, the application of short shearing wall in a frame-shear wall structure is introduced.
短肢剪力墙结构体系兼有框架结构和剪力墙结构的优点。
Short-leg shear wall structure system has the advantages of frame structure and shear wall structure.
框支短肢剪力墙适用于底部大开间上部小开间的高层建筑。
The frame-supported short-leg shear wall is a combination of short leg shear-wall and frame-supported shear wall.
短肢剪力墙结构是适应建筑要求而形成的特殊的剪力墙结构。
Short shear wall structure is a special shear wall construction to adapt to the requirements of the wall structure.
得出一些有价值的结论，为短肢剪力墙结构的设计提供了依据。
Draw some valuable conclusions for the short shear wall structure provides the basis for the design.
短肢剪力墙结构体系，是近年兴起的一种新型高层住宅结构体系。
The short pier RC shear wall structure emerging recent years is one new structure system for high-rise residence.
近年来，短肢剪力墙结构体系已经在我国部分非地震区域得以采用。
In recent years, short-leg shear wall structure has been used in part of the non-seismic region of our country.
首次进行了带钢筋暗支撑一字形截面短肢剪力墙抗震性能试验研究。
Seismic performance experimental research on I-shaped short pier shear wall is done first.
论述了短肢剪力墙框支结构体系设计要点，为相似工程提供设计参考。
The key point of design of the short shear wall bearing frame structure system is discussed. And the design could be referred to the similitude engineering.
结合工程实践，介绍了小钢模拼装成大模板用于短肢剪力墙的施工方法。
Based on actual engineering, construction method of large steel formwork for short shear wall is introduced in this paper, which is assembled by small steel formwork.
根据短肢剪力墙结构的受力和变形特点，建立了异形墙肢多垂直杆模型。
According to mechanical property and deformation feature of short-lag shear wall, special-shaped multi-component model is put up.
试验结果表面，经过合理设计的框支短肢剪力墙结构具有良好的抗震性能。
The test results proved that the seismic behavior of frame-supported short-leg shear wall structure by reasonable design is accepted.
提出了短肢剪力墙抗震薄弱环节及概念设计，供结构设计职员参考。'）；
Short pier shear wall made the weak links and the concept of seismic design, structural design for reference.
利用大型通用有限元分析软件对短肢剪力墙结构墙肢构件进行了开裂模拟分析。
The use of large-scale general-purpose finite element analysis software on the short-limb shear wall structural walls were cracking component simulation analysis.
因此，系统地研究短肢剪力墙结构的性能已成为工程设计中迫切需要解决的课题。
Therefore, the systematic study of short-shear wall structural performance in engineering design has become an urgent need to resolve the issue.
结合高层住宅短肢剪力墙结构的特点，研究开发了一种新型钢框胶合板模板体系。
Considered the characteristics of high-rise residential short-leg shear wall structure, a new kind of plywood formwork with steel frame is researched.
试验表明，带暗支撑双肢短肢剪力墙的抗震能力比普通双肢短肢剪力墙显著提高。
The experiments show that the seismic performance of short-pier shear wall with concealed bracings is greatly improved.
利用虚功原理和变分原理分别推导了T形、L形和一字形截面的短肢剪力墙空间单元刚度矩阵。
Space stiffness matrix of T-shape, L-shape and -shape short-leg shear wall is derived by virtual work principle and variational principle.
结果表明：短肢剪力墙试件以弯剪破坏为主，截面高厚比较大试件的腹板中部易发生剪切破坏；
The results show that specimens mainly present bending-shear failure modes, and shear failure is easy to appear in the middle of webs in those specimens with big sectional depth-thickness ratio.
在动力分析方法方面，本文将精细积分法应用到短肢剪力墙结构中，提出了纽马克—精细时程法。
Precise time integration method is applied in short-leg shear wall, and a new scheme is put forward which is referred as Newmark-precision time history method.
试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征，结构的屈服机制和破坏机制。
The seismic behaviors of reinforced concrete structure frame-supported short-leg shear wall structure are investigated in the thesis of the test.
但是，目前对短肢剪力墙的研究仍不是很充分，还没有一套完整的设计理论和方法来指导工程设计。
However, the short shear wall of the research is still very full and not have a complete set of design theory and methods to guide the design of the project.
试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征，结构的屈服机制和破坏机制。
The frame-supported short-leg shear wall structure is a combination of short leg shear-wall and frame-supported shear wall.
本文研究截面肢高厚比介于普通异形柱和短肢剪力墙之间肢高厚比为4 ~5的宽肢L形截面柱。
In this paper, l-shaped section broad-limb columns whose ratio is from 4 to 5 that are between special-shaped columns 'and short-leg shear walls 'have been studied.
试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征，结构的屈服机制和破坏机制。
The frame-supported short-leg shear wall structure is a combination of short-leg shear wall and frame-supported shear wall.
高层建筑短肢剪力墙结构具有结构布置灵活、造价相对较低的优点，因而被广泛地应用于高层住宅中。
Short shear wall structure system has been widely used in high rise flats for its advantages of flexibility of arrangement and lower cost.
短肢剪力墙结构体系作为一种新型的高层结构体系，其在结构性能方面既具有框架和剪力墙结构的双重特点，又有区别于框架和剪力墙的许多新特点。
As a new structure system, the short-leg walls system has the characters of both frame-structure and shear-wall structure, but it also has some new characters of its own.
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